在三轴负荷下,用结合粒子模型对连接软岩的机械行为进行了数值研究.
Mingxing Liu1,2, Yijian Xu1,2, Xiaohu Gao1,2
1School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China.
Materials (Basel, Switzerland)
|October 16, 2024
概括
数值三轴测试显示,软岩的强度在23-24°左右的关节俯冲角度是最大的. 封闭压力和俯冲角度影响联合岩石样本中的变形,故障模式和裂传播.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 材料科学 是一种材料科学.
背景情况:
- 了解结合软岩的机械行为对于基础设施的稳定性至关重要.
- 以前的研究往往简化了岩石关节的复杂性,需要在现实的负载条件下进行详细分析.
研究的目的:
- 研究软岩的强度,变形和故障机制,在三轴负荷下的穿透关节.
- 分析关节俯冲角度和限制压力对宏微故障特征的影响.
- 为了验证,将数值模拟结果与实验室测试数据进行比较.
主要方法:
- 在具有穿透关节的软岩样本上进行了一系列数值三轴测试.
- 分析了强度,变形,故障模式,裂传播和力链分布.
- 多样化的关节俯冲角度和限制压力,以评估它们对岩石行为的影响.
主要成果:
- 剩余强度比在23-24°的关节俯冲角度达到顶峰,受限制压力的影响.
- 样本显示紧缩后扩张;较低的限制压力和俯冲角增强了扩张.
- 故障模式范围从X型剪切到混合滑动/剪切,取决于关节角度;裂数量随着入角度的增加而减少.
结论:
- 关节浸入角和限制压力显著控制了关节软岩的强度,变形和故障机制.
- 数字模拟为裂传播和力链演变提供了宝贵的见解,与实验观测保持一致.
- 该研究提供了重要的数据,用于预测含有连接软岩的地质构造的稳定性和性能.
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